SW3220302_Plansheet - Other_20220308 (3)

CROWN ATLANTIC CO.
DB 1113-540
E:KIJJIIJ1N I_lJ1N1r\lJL 1. ,J1'4J1INUk-IIIJ1N 3Ch1UC1\4l_E: (rr1/-1JC Z)
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PHASE 1 EROSION
CONTROL DEVICES AND STRUCTURES.
2. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF PHASE 1
EROSION CONTROL MEASURES.
3. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
MEASURES.
4. INSTALL INLET PROTECTION AND OTHER MEASURES AS SHOWN ON PLANS.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
6. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON
STORM DRAINAGE, SIDEWALKS, DRIVEWAY ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY
IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION
CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.
C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
AGRICULTURE AND LINCOLN COUNTY LAND DEVELOPMENT STANDARDS
10. CALL THE WATER QUALITY INSPECTOR TO SET UP A BMP PRE -CONSTRUCTION MEETING PRIOR
TO STARTING ANY WORK ON BMPS. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS
PRIOR TO STARTING CONSTRUCTION ON ANY BMP AND SHALL INCLUDE THE DESIGN
ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED AT KEY BMP INSTALLATION
PHASES.
11. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY
STABILIZED; MEASURES ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE
STORM DRAINS, INLETS AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO
COMMENCEMENT OF BMP CONSTRUCTION.
SEE SHEET C04 FOR EROSION CONTROL NOTES UNDERGROUND POWER
WATERSHED LINE
WS-IV CRITICAL GAS LINE - I
CABLE LINE - - --`--
LAKE NORMAN LUTHERAN CH. - I
DB 555-731 �- SEWER LIMP I
W7TERSHED LINE /-
/ d I
NOT IN WATERSHED
- - -
7/' � d
- T - 30.8
� WALL
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CB I
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II
RIM: 846
T `60 1 4
d I c
O I a
_f g5o 855 854 853 52 �1 III
- - ' 8 851 850 g49 � d ° --
_
DING FFE. 847.4 ➢
' ONE STORY COMMERCIAL BUILDING > cn 1111 I
EX. BUILDING i Z j
co °, 17,030 SF
d < D
-LOADINC�KWELLy� I a
-
co
70
// NEW ADDITION d
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5,203 SF
hry
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1
847
/ �V� J
72_S _
� - - 467
cv 1 c" ur�oc olr -� ASPHALT PARKING AREA
EX. STORM STRUCTURE
RIM: 845.9
INV IN & OUT: 836.8
SILT FENCE (TYP.)
- EX. 15" RCP PIPE
PROP. JB-03
RIM:843.47
INV IN:838.29 (EX JB-04)
INV IN:838.50 (OCS)
INV OUT:838.29
SILT SACK INLEI T PROTECTION 15' SETBACK-
(TYP. ALL INLETS)
_�- INLET (TO BE CONVERTEDTO O CURB INLET AFTER PH1 EC)
C - GRATE:845.0 843.94
INV: 841.1'
CURB INLET (TO BE CONVERTED
TO JUNCTION BOX AFTER PH1 EC)
GRATE: 8##.2` 845.14
INV IN & OUT: 840.8'
60' RIGHT OF WAY
PER DEED BOOK 787-339
(30' EACH SIDE OF BOUNDARY)
IAPPROX. LOCATION OF EX. 1-STORY METAL BUILDING
I
EX. 15" HDPE PIPE
THE INVESTMENT CO.
DB 2224-807
PB 15-417
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
&R�
CHECK DAM
INLET PROTECTION
SKIMMER
RIP RAP
TD
DIVERSION DITCH
SILT FENCE
DENUDED LIMITS
LEGEND
Know what's below.
Call before you dig.
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REVISIONS:
C05 - EROSION PH2.DWG
PROJECT NUMBER: 221011
DATE: 2/4/2022 DRAWN BY: KIW
C05 12
SHEET OF
C05 - EROSION PH2.DWG - PLOT: Kennedy - WED. 2-16-2022 8:46 AM